Summary for Test 2023-07-10-49-2
Test performed: AASHTO T315-12Project Information
| Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
| Award Date | 03/24/2021 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
| Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
| QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
| Sample Taken Date | 07/10/2023 | Sample Unique Key | 49 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/12/2023 |
| Sample type | Per Request | A brief description of the sample | PG Asphalt Binder |
| The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | Gomez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0362-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel-Tempe | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Holly Frontier Asphalt Company - Glendale AZ | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-07-10-49
DIME Test ID: 2023-07-10-49-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-07-24
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 07/20/2023
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 64.4 degree
Dynamic Shear, G*/sin(δ): 1.85 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters): ORIGINAL
Test was verified on 7/24/2023 ✔